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ITEM 3.5C Pay Estimate #10 Project 14-01 14-02OtSezo MINNESOTA V DEPARTMENT INFORMATION Request for City Council Action ORIGINATING DEPARTMENT REQUESTOR: MEETING DATE: Public Works City Engineer Wagner August 28, 2017 PRESENTER(s) REVIEWED BY: ITEM #: Consent Item City Administrator/Finance Director Flaherty 3.5C AGENDA ITEM DETAILS RECOMMENDATION: Staff recommends approval of Pay Estimate #10 (Final) in the amount of $193,103.32 for the 70th Street/CSAH 37 Improvement Project, City Project No. 14-01 & 14-02 to Fehn Companies, Inc. ARE YOU SEEKING APPROVAL OF A CONTRACT? IS A PUBLIC HEARING REQUIRED? No No BACKGROU ND/J USTI FI CATION: All work for the 701h Street/CSAH 37 project has been completed by Fehn Companies and their subcontractors. All improvements (except the drain tile from Pond #5) were officially completed as of July 29th 2016 with only punch list items remaining. All punch list items have since been completed. The Pond #5 (Valerius Meadows) drain tile has been completed and as -built plans have been provided to the property owners. Vegetation has been established and all erosion control has been removed. During construction, a number of storm sewer structures and culverts required field adjustments. Change Order #3 includes payment for Fehn's subcontractor (Burschville Construction) to complete these items as directed by Hakanson Anderson at the time of construction. Change Order #3 is for $4,345.00. This final payment is being made for the completion of the drain tile system (supplemental Agreement No. 4), Change Order #3 and the release of all retainage. The City portion of this Pay Estimate is $130,939.80 (67.81%) and the County portion is $62,163.52 (32.19%). This final payment (pay estimate #10) is for $193,103.32 for a total construction cost of $3,598,542.23. Total original contract amount of the project was $3,122,397.24. With the addition of Change Orders, Work Orders, and Supplemental Agreements the total contract amount was $3,538,396.42. The total City portion of the project is $2,425,476.89 (67.4%) and the County portion is $1,173,065.34 (32.6%). SUPPORTING DOCUMENTS ATTACHED: • Final Payment — (Pay Estimate # 10) • Pay Estimate # 10 Cost Breakdown • Change Order #3 POSSIBLE MOTION PLEASE WORD MOTION AS YOU WOULD LIKE IT TO APPEAR IN THE MINUTES: Motion to approve Pay Estimate #10 (Final) to Fehn Companies, Inc. in the amount of $193,103.32 for the 70th Street/CSAH 37 Improvement Project, City Project No. 14-01 & 14-02. BUDGET INFORMATION FUNDING: I BUDGETED: Fund #403 — Municipal State Aid for Construction I Yes FINAL PAYMENT 70th Street/CSAH 37 Improvement Project S.P. 217-112-002 and S.P. 086-637-033 CITY OF OTSEGO Date: August 21, 2017 Honorable Mayor & City Council City of Otsego 13400 90th Street NE Otsego, MN 55330 RE: 70th Street/CSAH 37 Improvement Project SP 217-112-002 and SP 086-637-033 Contractor: Fehn Companies, Inc. Award Date: May 11, 2015 Completion Date: July 1, 2016 Dear Honorable Mayor and Council Members: The following work has been completed on the above -referenced project by Fehn Companies, Inc. Bid Schedule "A" ITEM NO. Mn/DOT SPEC. NO. ITEM DESCRIPTION ESTIMATED QUANTITY UNIT CONTRACT UNIT PRICE CONTRACT AMOUNT USED TO DATE I EXTENSION 1 2021.501 Mobilization 1.00 LS $89,234.00 $ 89,234.00 1.00 $ 89,234.00 2 2041.610 Trainees 500 HOURS $1.00 $ 500.00 400 $ 400.00 3 2101.501 Clearing 3.2 ACRE $2,550.00 $ 8,160.00 3 $ 8,160.00 4 1 2101.506 Grubbing 3.2 ACRE $2,550.00 $ 8,160.00 3 $ 8,160.00 5 2104.501 Remove Curb & Gutter 435 LF $3.13 $ 1,361.55 157 $ 491.41 6 2104.501 Remove Pipe Culverts 520 LF $12.24 $ 6,364.80 863 $ 10,563.12 7 2104.505 Remove Bituminous Pavement 14548 SY $1.54 $ 22,403.92 15032 $ 23,149.28 8 2104.509 Remove Bollards 2 EACH $750.00 $ 1,500.00 2 $ 1,500.00 9 2104.509 Remove Sign 10 EACH $26.00 $ 260.00 10 $ 260.00 10 2104.513 Sawing Bit Pavement (Full Depth) 689 LF $1.50 $ 1,033.50 359 $ 538.50 11 2104.521 Salvage Barbed Wire Fence 250 LF $3.00 $ 750.00 $ 12 2104.523 Salvage Casting 2 EACH $100.00 $ 200.00 2 $ 200.00 13 2105.501 lCommon Excavation (P) 39992 CY $4.06 $ 163,167.36 42692 $ 174,183.36 14 2105.505 Muck Excavation (EV) 2204 CY $4.31 $ 9,499.24 2377 $ 10,244.87 15 2105.521 Granular Borrow (LV) 180 CY $10.66 $ 1,918.80 151 $ 1,607.00 16 2105.523 Common Borrow (LV) 13098 CY $3.60 $ 47,152.80 13098 $ 47,152.80 17 2105.535 Salvaged Topsoil From Stockpile (LV) 32622 CY $1.98 $ 64,591.56 26727 $ 52,919.46 16 2105,535 iSalvaged Topsoil in Stockpile (EV) 48809 CY $1.41 $ 68,820.69 48809 $ 68,820.69 19 2211.501 Aggregate Base Class 3 or 40992 TON $6.39 $ 261,938.88 37688 $ 240,826.32 20 2211.501 Aggregate Base Class 5 Mod 33142 TON $11.34 $ 375,830.28 36627 $ 415,350.18 21 2221.501 Shoulder Base Aggregate Class 2 1254 TON $28.44 $ 35,663.76 829 $ 23,576.76 22 2232.501 Mill Bituminous Surface (1.5") 145 SY $5.17 $ 749.65 1263 $ 6,529.71 23 2357.502 Bituminous Material For Tack Coat 3431 GAL $2.18 $ 7,479.58 5325 $ 11,608.50 24 2360.501 Type SP 9.5 Wearing Course Mixture (3,C) 4801 TON $64.97 $ 311,920.97 4804 $ 312,115.88 S:1Munic1pa1W0TSEGO\3881(3) Construction\Pay Estimates and CO'sWay EstimateskOT388 PE#10 (final).xisx FINAL PAYMENT 70th Street/CSAH 37 Improvement Project S.P. 217-112-002 and S.P. 086-637-033 CITY OF OTSEGO Rini Schedule "A" ITEM NO. Mn/DOT SPEC. NO. ITEM DESCRIPTION ESTIMATED QUANTITY UNIT CONTRACT UNIT PRICE CONTRACT AMOUNT USED TO DATE EXTENSION 25 2360.501 Type SP 12.5 Wearing Course Mixture (2,B) 2116 TON $58.56 $ 123,912.96 2374 $ 139,021.44 26 2360.502 Type SP 12.5 Non Wear Course Mixture (3,C) 12745 TON $57.96 $ 738,700.20 11568 $ 670,481.28 27 2411.507 Concrete Flume 11 EACH $332.00 $ 3,652.00 9 $ 2,988.00 28 2501.515 12" RC Pipe Apron 5 EACH $510.00 $ 2,550.00 6 $ 3,060.00 29 2501.515 15" RC Pipe Apron 6 EACH $510.00 $ 3,060.00 5 $ 2,550.00 30 2501.515 18" RC Pipe Apron 5 EACH $510.00 $ 2,550.00 5 $ 2,550,00 31 2501.515 21" RC Pipe Apron 3 EACH $510.00 $ 1,530.00 3 $ 1,530.00 32 2501.515 24" RC Pipe Apron 6 EACH $510.00 $ 3,060.00 6 $ 3,060.00 33 2501.515 27" RC Pipe Apron 1 EACH $510.00 $ 510.00 1 $ 510.00 34 2501.515 30" RC Pipe Apron 1 EACH $612.00 $ 612.00 1 $ 612.00 35 2501.515 48" RC Pipe Apron 2 EACH $1,224.00 $ 2,448.00 2 $ 2,448.00 36 2501.525 28" Span RC Pipe -Arch Apron 2 EACH $510.00 $ 1,020.00 2 $ 1,020.00 37 2501.561 18" RC Pipe Culvert Design 3006 CL V (all depths) 754 LF $30.60 $ 23,072.40 648 $ 19,828.80 38 2501.561 24" RC Pipe Culvert Design 3006 CL III (all depths) 136 LF $37.00 $ 5,032.00 136 $ 5,032.00 39 2501.561 48" RC Pipe Culvert Design 3006 CL III all depths) 148 LF $133.00 $ 19,684.00 128 $ 17,024.00 40 2501.569 15" RC Safety Apron 2 EACH $612.00 $ 1,224.00 3 $ 1,836.00 41 2501.569 18" RC Safety Apron 34 EACH $612.00 $ 20,808.00 30 $ 18,360.00 42 2501.569 24" RC Safety Apron 3 EACH $612.00 $ 1,836.00 3 $ 1,836.00 43 2501.569 30" RC Safety Apron 1 EACH $918.00 $ 918.00 1 $ 918.00 44 2501.573 1 Install Culvert Marker 31 EACH $60.00 $ 1,860.00 151 $ 9,060.00 45 2501.602 Outlet Structure 5 EACH $2,550.00 $ 12,750.00 5 $ 12,750.00 46 2501.602 Safety Grate for 24" RC Apron 3 EACH $1,224.00 $ 3,672.00 3 $ 3,672.00 47 2501.602 Safety Grate for 30" RCApron 1 EACH $918.00 $ 918.00 1 $ 918.00 48 2501.602 Trash Guard for 24" Pipe Apron 6 EACH $612.00 $ 3,672.00 6 $ 3,672.00 49 2501.602 ITrash Guard for 2T' Pipe Apron 1 EACH $612.00 $ 612.00 1 1 $ 612.00 50 2501.602 Trash Guard for 30" Pipe Apron 1 EACH $612.00 $ 612.00 1 $ 612.00 51 2501.602 Trash Guard for 48" Pipe Apron 2 EACH $1,224.00 $ 2,448.00 2 $ 2,448.00 52 2501.602 Trash Guard for 28" Span Apron 2 EACH $612.00 $ 1,224.00 2 $ 1,224.00 53 2502.501 4" Precast Concrete Headwall 64 EACH $204.00 $ 13,056.00 46 $ 9,384.00 54 2502.541 4" Perf PVC Pipe Drain 2305 LF $6.12 $ 14,106.60 2035 $ 12,454.20 55 2502.541 8" Pert PVC Pipe Drain 450 LF $14.28 $ 6,426.00 543 $ 7,754.04 56 2503.541 28" Span RC Pipe -Arch Sewer CL III 106 LF $71.40 $ 7,568.40 106 $ 7,568.40 57 2503.541 12" RC Pipe Sewer Design 3006 CL V (all depths) 101 LF $32.64 $ 3,296.64 137 $ 4,471.68 58 2503.541 15" RC Pipe Sewer Design 3006 CL V (all depths) 1917 LF $34.68 $ 66,481.56 1935 $ 67,105.80 59 2503.541 18" RC Pipe Sewer Design 3006 CL V (all depths) 620 LF 1 $34.66 $ 21,501.60 131 1 $ 4,543.08 S:\MunicipalW0TSEG0\3881(3) ConstructionlPay Estimates and CO's\Pay Estimates\OT388 PE#10 (final).xlsx FINAL PAYMENT 70th Street/CSAH 37 Improvement Project S.P. 217-112-002 and S.P. 086-637-033 CITY OF OTSEGO Bid Schedule "A" ITEM NO. MnlDOT SPEC. NO. ITEM DESCRIPTION ESTIMATED QUANTITY UNIT CONTRACT UNIT PRICE CONTRACT AMOUNT USED TO DATE EXTENSION 60 2503.541 21" RC Pipe Sewer Design 3006 CL III (all depths) 283 LF $36.72 $ 10,391.76 791 $ 29,045.52 61 2503.541 24" RC Pipe Sewer Design 3006 CL III (all depths) 202 LF $38.76 $ 7,829.52 199 $ 7,713.24 62 2503.541 27" RC Pipe Sewer Design 3006 CL III (all depths) 77 LF $45.90 $ 3,534.30 81 $ 3,717.90 63 2503.541 30" RC Pipe Sewer Design 3006 CL III (all depths) 419 LF $51.00 $ 21,369.00 414 $ 21,114.00 64 2506.501 Construct Drainage Structure Design 48-4020 38.5 LF $612.00 $ 23,562.00 62.4 $ 38,188.80 65 2506.501 Construct Drainage Structure Design 54.4020 13.6 LF $918.00 $ 12,484.80 13.6 $ 12,484.80 66 2506.501 Construct Drainage Structure Design 604020 12.2 LF $714.00 $ 8,710.80 11.9 $ 8,496.60 67 2506.501 Construct Drainage Structure Design 66-4020 4.6 LF $816.00 $ 3,753.60 4.6 $ 3,753.60 68 1 2506.501 Construct Drainage Structure Design H 16.6 LF $408.00 $ 6,772.60 .0 $ . - 69 2506.501 lConstruct Drainage Structure Design N 41.9 LF $408.00 $ 17,095.20 34.9 1 $ 14,239.20 70 2515.503 Articulated Interlocking Block Open Cell, Type A 319 Sy $110.00 $ 35,090.00 297 1 $ 32,715.10 71 2521.501 4" Concrete Walk 9602 SF $3.11 $ 29,862.22 8684 $ 27,006.00 72 2531.501 Concrete Curb & Gutter Design B424 4601 LF $13.00 $ 59,813.00 4661 $ 60,593.00 73 2531.501 Concrete Curb & Gutter Design B418 3698 LF $11.30 $ 41,787.40 3698 $ 41,787.40 74 2531.501 Concrete Curb & Gutter Design S518 444 LF $15.38 $ 6,628.72 444 $ 6,828.72 75 2531.507 6" Concrete Driveway Pavement 535 Sy $39.72 $ 21,250.20 543 $ 21,567.96 76 2531.618 Truncated Domes 48 SF $36.72 $ 1,762.56 108 $ 3,965.76 77 2540.602 1 Install Mail Box Support 12 EACH $143.00 $ 1,716.00 12 $ 1,716.00 78 2545.501 Electric Light System 1 LS $73,909.00 $ 73,909.00 1.00 $ 73,909.00 79 2563.601 Traffic Control 1 LS $7,548.00 $ 7,548.00 1.0 $ 7,548.00 80 2564.531 Sign Panels, Type C 334 SF $33.15 $ 11,072.10 380 $ 12,612.91 81 2573.502 Silt Fence, Type MS 22650 LF $2.34 $ 53,001.00 21058 $ 49,275.72 82 2573.530 Storm Drain Inlet Protection 53 EACH $153.00 $ 8,109.00 54 $ 8,262.00 83 2573.533 Sediment Control Log Type Straw 640 LF $2.04 $ 1,305.60 1300 $ 2,652.00 84 2573.535 Stabilized Construction Exit 1 LS $1,500.00 $ 1,500.00 .66 $ 990.00 85 2574.508 Fertilizer Type 1 8150 LBS $0.77 $ 6,275.50 9150 $ 7,045.50 86 2575.501 ISeeding 16.3 ACRE $102.00 $ 1,662.60 19 $ 1,938.00 87 2575.502 Seeding Mixture -25-141 786 LBS $4.08 $ 3,206.88 1665 $ 6,793.20 88 2575.502 Seeding Mixture -25-151 330 LBS $3.26 $ 1,075.80 1075 $ 3,504.50 89 2575.511 Mulch Material Type 1 33 TON $153.00 $ 5,049.00 38.16 $ 5,838.48 90 2575.523 Erosion Control Blanket- Category 2 10249 Sy $1.22 $ 12,503.78 25972 $ 31,685.84 91 2580.601 Interim Pavement Marking - Paint 1 LS $8,740.00 $ 8,740.00 1 $ 8,740.00 92 2582.501 Pavement Message (Left Arrow) -Paint 10 EACH $71.40 $ 714.00 10 $ 714.00 93 2582.501 Pavement Message (Right Arrow) - Paint 6 EACH $71.40 $ 428.40 6 $ 428.40 94 1 2582.501 Pavement Message (Thru Arrow) -Paint 9 EACH $71.40 $ 642.60 9 $ 642.60 S:\Munldp0AOTSEGO\388\(3) Constructlon\Pay Estimates and CO's\Pay Estimates\OT388 PE#10 (finao.xlsx FINAL PAYMENT 70th Street/CSAH 37 Improvement Project S.P. 217-112-002 and S.P. 086-637-033 CITY OF OTSEGO Bid Schedule "A" ITEM Mn/DOT NO. SPEC. NO. ITEM DESCRIPTION ESTIMATED QUANTITY UNIT CONTRACT UNIT PRICE CONTRACT AMOUNT USED TO DATE I EXTENSION 95 2582.501 Pavement Message (Yield) - Paint 3 EACH $112.20 $ 336.60 $10.08 $ 96 2582.502 4" Solid Line White - Paint 24500 LF $0.09 $ 2,205.00 24709 $ 2,223.81 97 2582.502 8" Solid Line White - Paint 236 LF $0.09 $ 21.24 2 $ - 98 2582.502 8" Dotted Line White - Paint 171 LF $1.53 $ 261.63 2563.601 $ - 99 2582.502 12" Stop Line White - Paint 56 LF $2.55 $ 142.80 182 $ 464.10 100 2582.502 4" Solid Line Yellow - Paint 1501 LF $0.09 $ 135.09 1501 $ 135.09 101 2582.502 24" Solid Line Yellow - Paint 547 LF $2.45 $ 1,340.15 572 $ 1,401.40 102 2582.502 4" Double Solid Line Yellow - Paint 13370 LF $0.17 $ 2,272.90 12872 $ 2,188.24 103 1 2582.603 Pavement Marking Special - Paint 61 LF $4.59 $ 279.99 $1.50 $ Total Bid Schedule "A" $ 3,122,398.24 $ 3,114,432.94 Change Order No. 1 ITEM NO. I SPEC NO. ITEM DESCRIPTION ESTIMATED QUANTITY UNIT CONTRACT UNIT PRICE CONTRACT AMOUNT I USED TO DATE EXTENSION 1 2104.505 Additional Bituminous Pavement Removed 791 CY $10.08 $ 7,973.28 791 $ 7,973.28 2 2021.501 Mobilization 3 EACH $412.50 $ 1,237.50 3 $ 1,237.50 3 Relocate Special Sign 2 EACH $605.00 $ 1,210.00 1 $ 605.00 Signs Installed on 6/23115 4 2563.601 48" Road Closed Ahead 85 PER DAY $0.75 $ 63.75 122 $ 91.50 5 2563.601 48" Detour Ahead 85 PER DAY $0.75 $ 63.75 122 $ 91.50 6 2563.601 (8) Detour Guidance Assemblies + Portable Supports (10.2 SF/Each @ $0.16 SF/Day +$0.47 support/day) 85 PER DAY $16.82 $ 1,429.70 122 $ 2,052.04 7 2563.601 (3) Type III Barricades (@ $1.53//Each/Day) 85 PER DAY 1 $4.59 $ 390.15 122 $ 559.98 8 2563.601 (6) Type A Flasher (@ $0.25//Each/Day) 65 PER DAY $1.50 $ 127.50 122 $ 183.00 9 2563.601 (4) 60" x 30" Road Closed Miles Ahead Sign (12.5 SF/Each @ $0,16 SF/Day) 85 PER DAY $8.00 $ 680.00 122 $ 976.00 10 2563.601 (2) 48" x 18" Detour Sign (6 SF/Each @ $0.16 SF/Day) 85 PER DAY $1.92 $ 163.20 122 $ 234.24 Signs Installed on 6/30/15 11 1 2563.601 (9) Detour Guidance Assemblies + Portable Supports (10.2 SF/Each @ $0.16 SF/Day +$0.47 support/day) 78 PER 1 DAY $18.92 $ 1,475.76 115 1 $ 2,175.80 Signs Installed on 7/2115 12 2563.601 (2) 48" Road Closed Sign (@ $0.75 per sign/day) 75 PER DAY $1.50 $ 112.50 113 $ 169.50 13 2563.601 (3) 48" Detour Ahead Sign (@ $0.75 per sign/day) 75 PER DAY $2.25 $ 168.75 113 $ 254.25 14 2563.601 (19) Detour Guidance Assemblies + Portable Supports (10.2 SF/Each @ $0.16 SF/Day + $0.47 support/day) 75 PER DAY $39.94 $ 2,995.50 113 $ 4,513.22 15 1 2563.601 (2) Special 84" x 48" Signs (28 SF/Each @ $38.59 SF) 56 1 SF 1 $38.59 $ 2,161.04 56 1 $ 2,161.04 Total Change Order No. 1 $ 20,252.38 $ 23,277.85 Minor Work Order No. 1 - LED Lighting ITEM NO. SPEC NO. ITEM DESCRIPTION ESTIMATED QUANTITY I UNIT CONTRACT UNIT PRICE CONTRACT AMOUNT I USED TO DATE I EXTENSION 1 2545.501 Electric Light System -1 LS $73,909.00 $ (73,909.00) -1 $ (73,909.00) 2 2545.501 Electric Light System 1 LS 1 $75,830.38 $ 75,830.38 1.00 $ 75,830.38 Total Minor Work Order No. 1 $ 1,921.38 $ 1,921.38 S:\Municipal\A0TSEGO\3881(3) Construction\Pay Estimates and CO's\Pay Estimates\OT388 PE#10 (final).xlsx FINAL PAYMENT 70th Street/CSAH 37 Improvement Project S.P. 217-112-002 and S.P. 086-637-033 CITY OF OTSEGO Sunnlemental Agreement No. 1 ITEM NO. I SPEC NO. ITEM DESCRIPTION ESTIMATED QUANTITY UNIT CONTRACT UNIT PRICE CONTRACT AMOUNT USED TO DATE EXTENSION 1 2105.505 Muck Excavation (EV) 26636 CY $4.31 $ 114,801.16 36689 $ 158,129.59 2 2105.522 Select Granular Borrow (LV) 9500 CY $10.44 $ 99,180.00 8329 $ 86,954.76 3 2105.523 Common Borrow (LV) 14894 CY $3.60 $ 53,618.40 24328 $ 87,580.80 4 2105.604 Geotextile Fabric, Type 5 1600 SY $4.50 $ 7,200.00 1 $ - Total Supplemental Agreement No. 1 $ 274,799.56 $ 332,665.15 Minor Wnrk order Nn. 2 - Rnad Stahili-finn ITEM NO. SPEC NO. ITEM DESCRIPTION ESTIMATED QUANTITY UNIT CONTRACT UNIT PRICE CONTRACT AMOUNT USED TO DATE I EXTENSION 1 2211.501 Aggregate Base Class 5 Mod 1500 TON $11.34 $ 17,010.00 1508 $ 17,100.72 2 2451.609 Crushed Rock (3" Recycle) 300 TON $38.93 $ 11,679.00 323 $ 12,569.33 Total Work Order No. 2 $ 28,689.00 $ 29,670.05 Chance Order No. 2 -Bituminous Deduction ITEM NO. SPEC NO. ITEM DESCRIPTION ESTIMATED QUANTITY I UNIT I CONTRACT UNIT PRICE CONTRACT AMOUNT USED TO DATE EXTENSION 1 2360.501 Type SP 9.5 Wear Course Mixture (3,C) 1 LS -$4,376.56 $ (4,376.56) 1 $ (4,376.56) 2 2360.502 Type SP 12.5 Non Wear Course Mixture (3,C) 1 LS -$765.34 $ (765.34) 1 $ (765.34) Total Change Order No. 2 $ (6,141.90) $ (5,141.90) Minor Work Order No. 3 - Misc. Forced Work Accounts ITEM NO. SPEC NO. ITEM DESCRIPTION ESTIMATEDCONTRACT QUANTITY UNIT UNIT PRICE CONTRACT AMOUNT USED TO DATE EXTENSION 1 Lowering small utilities: Sta 216+75 to 220+00 1 LS $1,980.62 $ 1,980.62 1 $ 1,980.62 2 Lower small utility crossings: Sta 216+50,181+90, & 192+90 1 LS $1,320.51 $ 1,320.51 1 $ 1,320.51 3 Excavate and Backfill for conduit Crossing under 48" culvert 1 LS $621.86 $ 621.86 1 $ 621.86 4 Add field access: Sta 231+50 1 LS $504.90 $ 504.90 1 $ 504.90 5 Raise field access and widen: Sta 159+00 1 LS $1,852.42 $ 1,852.42 1 1 $ 1,852.42 6 Raise trail grade: Ste 232+90 to 234+40 1 LS $896.97 $ 896.97 1 $ 896.97 7 Change Ditch and relocate field access; Sta 162+00 1 LS $352.33 $ 352.33 1 $ 352.33 8 Relocate field access: Sta 225+00 1 LS $504.90 $ 504.90 1 $ 504.90 9 Add berm:Sta 22+75 1 LS $159.20 $ 159.20 1 $ 159.20 10 Revise driveway: Sta 191+50 1 LS $405:05 $ 405.05 1 $ 405.05 11 Relocate Mailbox: Sta 223+00 1 LS $220.00 $ 220.00 1 $ 220.00 12 Revise storm sewer: Sta 214+00 1 LS $1,800.00 $ 1,600.00 1 $ 1,600.00 Total Work Order No. 3 $ 10,618.76 $ 10,618.76 S:\Municipal\AOTSEGO\388\(3) Construction\Pay Estimates and CO's\Pay Estimates\OT388 PE#10 (finap.xlsx FINAL PAYMENT 70th Street/CSAH 37 Improvement Project S.P. 217-112-002 and S.P. 086-637-033 CITY OF OTSEGO Sunnlemenfal Anrpement Nn_ 4 ITEM NO. I SPEC NO. ITEM DESCRIPTION ESTIMATED QUANTITY I UNIT CONTRACT UNIT PRICE CONTRACT AMOUNT I USED TO DATE EXTENSION 1 2502.502 Drainage System 1 LS $79,464.00 $ 79,464.00 1.07 $ 84,653.00 2 2502.602 Connect to Existing Pipe Drain 4 EA $262.50 $ 1,050.00 8 $ 2,100.00 Total Supplemental Agreement No. 4 $ 80,514.00 $ 86,753.00 Chnn— nrrl— Nn 3 ITEM NO. SPEC NO. F ITEM DESCRIPTION ESTIMATED QUANTITY UNIT CONTRACT UNIT PRICE CONTRACT AMOUNT I USED TO DATE EXTENSION 1 2104.501 Storm Sewer Work at Station 150+50 1 LS $650.00 $ 650.00 1 $ 650.00 2 2506.501 Storm Sewer Work at Station 211+75 1 LS $200.00 $ 200.00 1 $ 200.00 3 2104.501 Storm Sewer Work at Station 218+50 1 LS $835.00 $ 835.00 1 $ 835.00 4 2014.501 Storm Sewer Work at Station 222+75 1 LS $1,095.00 $ 1,095.00 1 $ 1,095:00 5 2104.501 Storm Sewer Work at Station 225+00 1 LS $1,565.00 $ 1,565.00 1 $ 1,565.00 Please verify the amount of previous payments, and the receipt of the following items prior to making payment. 1. Certificate of claims payment (lien waiver). 2. Affidavit of payment of state taxes (MN State Tax Form IC 134). 3. Letter of consent from surety firm, S:\Mun1cipa1WATSEG0\388\(3) Construction\Pay Estimates and CUMPay Estlmates\OT388 PE#10 (flnal).xlsx Total Change Order No. 3 $ 4,345.00 $ 4,345.00 Bid Schedule "A" $ 3,122,398.24 $ 3,114,432.94 Change Order No. 1 $ 20,252.38 $ 23,277.85 Minor Work Order No. 1 $ 1,921.38 $ 1,921.38 Supplemental Agreement No. 1 $ 274,799.56 $ 332,665.15 Minor Work Order No. 2 $ 28,689.00 $ 29,670.05 Change Order No. 2 $ (5,141.90) $ (5,141.90) Minor Work Order No. 3 $ 10,618.76 $ 10,618.76 Supplemental Agreement No. 4 $ 80,514.00 $ 86,753.00 Change Order No. 3 $ 4,345.00 $ 4,346.00 TOTAL $ 3,538,396.42 TOTAL WORK COMPLETED TO DATE $ 3,598,542.23 LESS PAY ESTIMATE NO.1 $ 457,681.93 LESS PAY ESTIMATE NO.2 $ 445,805.94 LESS PAY ESTIMATE NO.3 $ 878,304.56 LESS PAY ESTIMATE NOA $ 718,081.15 LESS PAY ESTIMATE NO.5 $ 272,976.24 LESS PAY ESTIMATE NO.6 $ 307,018.29 LESS PAY ESTIMATE NO.7 $ 125,505.79 LESS PAY ESTIMATE NO.8 $ 85,800.64 LESS PAY ESTIMATE NO.9 $ 114,264.37 WE RECOMMEND PAYMENT OF: $ 193,103.32 Please verify the amount of previous payments, and the receipt of the following items prior to making payment. 1. Certificate of claims payment (lien waiver). 2. Affidavit of payment of state taxes (MN State Tax Form IC 134). 3. Letter of consent from surety firm, S:\Mun1cipa1WATSEG0\388\(3) Construction\Pay Estimates and CUMPay Estlmates\OT388 PE#10 (flnal).xlsx FINAL PAYMENT 70th Street/CSAH 37 Improvement Project S.P. 217-112-002 and S.P. 086-637-033 CITY OF OTSEGO APPROVALS: \NIES,INC. I certify that all items and amounts are correct for the work completed to date. Signed: ENGINEER: HAKANS N ANDERSON ASSOCIATES, INC. Certification b sneer: We recommgadoyment for work and quantities as shown. OWNER: CITY OF OTSEGO Date S:1MunicipaBAOTSEG013881(3) ConstructionlPay Estimates and CO's\Pay EstimateMOT388 PE#10 (final).Au PAY ESTIMATE rig- COST BREAKDOWN S.P. 217-112402 & S.P. 086-637-033 70TH STREET NEICSAH 37 IMPROVEMENT PROJECT CITY OF OTSEGO AND WRIGHT COUNTY 20 2211.501sra,l,te Base Class 5 Mod TON $11.34 2J3I9 S 1tl /,l9/.tl5 18441 5 311,52.1.99 5 a i ede,o4u.sa 21 2221501 Shoulder Base ate Class 2 TON $28.44 1254 $ 30663.76 781 $ 211.64 8 $ 1254 $ 36663.76 781 S 22,211.64 $ - 48 $ 1,365.12 S $ - 0 $ - 48 $ 1,365.12 1,254 535.683,76 829 523.576.76 22 2232501 Mill BRuminous Surface 1.5' SY $5.17 25 E 129.25 421 $ 2176.57 E $ 25 E 129.25 421 E 2176.5/ 120 $ 62].40 842 $ 4353.14 5 5 120 $ 620.40 842 $ 4,353.14 145 $749.65 1,263 $6,573.71 23 2357.502 Btuminols Material For Tack Coat GAL $218 1611 $ 3,511.98 3,924 $ 8554.32 8 $ 1611 S 3,511.98 3,924 S 8,504.32 1821 $ 3,967.60 1,401 $ 3,054.18 $ $ 1823 $ 3,96760 1,401 $ 3,054.18 3.431 $7479.58 5,325 §11.506,50 ma �ac,a �,en a Jnd e _ 14>R S -1-11 31M S 276fHK Aft - .S 96635 as 1-a $ 1milom $ - s - 147> 3 95.635 PA 1669 $ 1❑H.110 ❑B 4801 53119J❑.97 1 4601 I $31211568 44 2501.573 Insmll CuNrd Marker EACH $60.00 Roadway S S.P. 21]-tt2-062 Storm Sewer 21 $ 7260.00 27 TOTAL 21 $ 1260.00 Roadway $ 1,620.00 S Storm Sewer § 2940.00 10 TOTAL 600.00 75 $ 4,500.00 10 Hem No. Sec. Ref Descd ion Unit Unit Price Estimated Quantity Cost Extension Used to Date Cost Extension Estimated Quantity Cost Used to Ext.-Icm Date Cost Extension Estimated Quantity Cost Extension "Usedto Date" Extension Co. E# ... Estimated Quantity Cost Extension Used to Date Cost Ext-lon Estimated Quardky Cost Extension Used to Date Cost Extension Estimated G...Uty Cost Extension "Usedto Date" Extension Cost Extension Total Edlamted Total Estimated Quantity Extend- Total Used to Date Total "Used to Oat." Extension 1 2021.501 Mo6SRation LS $89,234.00 0.61 $ 54;432.74 0.61 $ 5443274 0.05 $ 4,461.70 0,05 $ 4,461.70 0.66 S 58,894.44 0.66 $ 58,894.44 0.32 $ 28,554.88 0.322 $ 28,554.88 0.02 $ 1,784.88 0.02 $ 1,784.68 0.34 $ 30,339.56 0.34 $ 30339.56' 1.00 $89.234.00 1.00 589,234.00 2. 2041.610 Trainees HR 51.00 305 $ 305.00 400 $ 400.00 25 $ 25.00 S 330 $ 330.0 400 $ 400.00 160 $ 150.00 D $ 10 $ 1000 $3,6800 E 170 $ 170.00 0 $ - 500 i500A0 400 $400.00 3 2101,507 Cleadn ACRE $ 550.00 2 $ 5,100.00 20 $ 5,100.0 0 $ 8 2 E 5,100.00 20 15,100.00 1.2 $ 3,060.0 1.2 $ 3,060.00 $ $ - 1 $ - 1.2 $ 3060.00 12 $ 3,060.00 3.2 $8;160.00 3.2 $6160.00 4 2107.506 Grubbi ACRE $2550.00 2 $ 5,100.00 20 $ 5100.00 0 $ S 2 $ 5,100.00 20 $ 5100.00 1,2 $ 3060,00 12 $ 3060.00 - $ $ 3,753.60 4.60 $ 1.2 $ 3,060.00 1.2 $ 3060.00 3.2 $8,160.00 3.2 $8,160.00 5 2104.501 Remove Curb &Gutter LF $3.13 137 S 426.81 157 $ 497.41 7501.602 rah Guard for 2T PIe mn S $ 137 S 428.81 757 E 497.41 298 $ 93274 $ 67200 $ $ $ $ 67200' $ 298 E 93274 0 $ 435 $1,367.55 157 $491.41 6 2104.501 Remove Pl Culverts LF $1224 151 $ 1,848.24 218 $ 2668.32 E S $ 151 $ 1,848.24 218 $ 2668.32 369 $ 4,516.56 645 S 7,894.80 $ $ - $ $ 369 $ 4.516.56 645 $ 7.894.60 527 56,364.80 863 510,563.12 7 2104.505 Remove Bituminous Pavement BY $1.54 673 $ 1,036.42 1,484 $ 2295:36 7 $ 5 673 5 1,036.42. 1,484 $ Z285.W 13875 E 2138750 13548 $ 20,863.92 1 $ 51 $ 13875 $ 21,367.50 13,548 $ 20,863.92 14,548 $22403.92 15,032 $23,749.28 8 2104.509 Remove Bolmrds EACH S75D.00 $ 2,448.00 $ $ E $ $ b 0 $ 0 $ 2 $ 1,500.00 2 $ 1,500.00 $ 5 0 $ 2 $ 1,500.00 2 $ 1,500.00 2 57 500.00 2 $1,500.00 9 2104.509 Remove Sin EACH $26.0 2 $ 5200 2 E 5200 2 $ $1 2 $ 5200 2 $ 5200 8 $ 208.00 8 $ 208.00 $ 5538.00 $ $ - $ 8 $ 208.00 8 $ 2118.00 111 $260:00 10 $260.00 T. 210d.513 Sawin Bt Pavement Full Depth) LF $1.50 585 $ 507.50 277 $. 415.50 44 E E 585 $ 87750 277 $ 415.50 104 $ 156.00 82 $ 123.00 28 $ 5,71200 20 S 104 $ 156.00 82 $ 723.00 689 E1,Oi1.50 369 $5.98.50 71 ,� 2104.521 Sa a Barbcl Wife Fence 21 oras SaPvan., Herr n� LF r=enu 53.00 e,m m 250 $ 750.00 e 'nn m 3,67200 E e >m nn $13,056.0 5 e _ $ S _ 250 > $ 750.0 t a'In rT1 0 J $ S JM M 1565 8 S _ 9,700.20 1,307 $ S _ 7,998.84 E - $ _ $$1585 $ - $ _ 0 ❑ $ $ _ 0 ❑ $ $ - 250 7 $750.0 $2❑❑ 00 0 2 E2❑❑.0❑ 20 2211.501sra,l,te Base Class 5 Mod TON $11.34 2J3I9 S 1tl /,l9/.tl5 18441 5 311,52.1.99 5 a i ede,o4u.sa 21 2221501 Shoulder Base ate Class 2 TON $28.44 1254 $ 30663.76 781 $ 211.64 8 $ 1254 $ 36663.76 781 S 22,211.64 $ - 48 $ 1,365.12 S $ - 0 $ - 48 $ 1,365.12 1,254 535.683,76 829 523.576.76 22 2232501 Mill BRuminous Surface 1.5' SY $5.17 25 E 129.25 421 $ 2176.57 E $ 25 E 129.25 421 E 2176.5/ 120 $ 62].40 842 $ 4353.14 5 5 120 $ 620.40 842 $ 4,353.14 145 $749.65 1,263 $6,573.71 23 2357.502 Btuminols Material For Tack Coat GAL $218 1611 $ 3,511.98 3,924 $ 8554.32 8 $ 1611 S 3,511.98 3,924 S 8,504.32 1821 $ 3,967.60 1,401 $ 3,054.18 $ $ 1823 $ 3,96760 1,401 $ 3,054.18 3.431 $7479.58 5,325 §11.506,50 ma �ac,a �,en a Jnd e _ 14>R S -1-11 31M S 276fHK Aft - .S 96635 as 1-a $ 1milom $ - s - 147> 3 95.635 PA 1669 $ 1❑H.110 ❑B 4801 53119J❑.97 1 4601 I $31211568 44 2501.573 Insmll CuNrd Marker EACH $60.00 $ S S.P. 217-112-002 Storm Sewer 21 $ 7260.00 27 62000 S 1E33 21 $ 1260.00 D $ 1,620.00 S 49 § 2940.00 10 E 600.00 75 $ 4,500.00 10 $ 500.00 124 3 7,440.00 31 $1,1360.00 151 $9060.00 45 7501.602 OWet Simdure EACH $2,550.00 "Usedto Date" Extension $ Estimated Quantity $ Used tc Date 5 E 12,750.00 5 $ 5 § 12750.00 5 S 12,750.00 $ - E 64 2506.501 Construct Gmi eStmdure Desi n4&4027 $ - $ - 0 $ - 0 § - 5 $12,750.00 5 $12750.00 46 2501.602 Sok Grate for 24' RC EACH $1,224.00 $ 4,896.00 14.00 8 8 E 14.00 3 E 3,67200 3 $ 3 $ 3,67200 3 $ 3,672.00 $ $ $ 5.5 $ 5.50 5,049.00 $ - 0 $ - D $ - 3 $3,6800 3 $3,67200 47 2501.602 Sok Grate for 30' RC r o EACH $918.00 $12484.80 $ $72,484.80 E 2506501 Cold -t Dram . Structure Design 604020 LF § $0 $ 0 $ 11.90 $ 12 $ - 1 $ 918,00 1 $ 918.00 1 $ 918.00 1 $ 918.00 1 $918.00 1 $918.00 48 2501.602 Trash Guard for 24" Pie EACH $61200 $ $ 0 4 $ 2,448.00 4 § 4 $ 2,448.00 4 $ 2448.00 $ - $ $ 3,753.60 4.60 2 $ 7,224.00 2 $ 1.224.00 2 $ 1,124.00 2 $ 1224.00 6 §3,67200 6 §367200 49 7501.602 rah Guard for 2T PIe mn EACH $61200 $ § $ 5,75280 E § 7 $ 67200 1 $ 1 $ 67200' 1 $ 61250 E $ $ $6,77280 0.00 $ W 2506.501 Construct Drama a Structure Dain N E $408.00 D $ 0 E $ 7,915.20 1 $61200 1 5612.00 50 2501.602 Trash Guard for 30' P' r EACH $61200 $ 225 $ $ 8,078.40 b $ 19.80 E0 41.90 $ 0 $ 70 $ SY $ 1 $ 612.00 7 S 612.00 1 $ 612.00 1 $ 612.00 1 $61200 1 561200 51 2501.602 Trash Guard fr48'Ple rrri EACH $1,224.00 91 $ 319 $ 297 2 $ 2448.00 2 § 2 $ 2,448.00 2 $ 2448.00 $ $ S - 3021 S - $ 10,710.84 $ - 0 $ 0 E - 2 $2,448.00 2 $2448.00 52 2501.602 Trash Guardfar29'S an EACH 561200 2531.501 Concrete Curb &Gutter Desi n0424 $ $13.00 $ 5 54275.0 2 $ 1,224.00 2 $ 2 $ 1,224.00 2 $ 1,224.00 $ 426 S 426 $ 5538.00 $ $ - $ - $ $ 5538.00 0 $ 4501 0 $ $W,593.W 2 $1224.00 2 $1224.0053 1613 2502.501 4" Precast Concrete HeadwallnEACH 1,613 $204.00 44 $ 8,976.00 2B $ 5,71200 $ 18,226,90 $ E 1822690 $44 $ 23,550,50 $ 6,976.00 28 $ 5,71200 20 $ 4,08000 18 $ 3,672.00 $ 23,560.50 S $41,787.40 3,608 $ - 20 $ 4,08000 18 S 3,67200 64 $13,056.0 46 $9,3840054 $ 2502.541 4"Pert PVC Pi eDmm LF $672 1565 $ 9,700.20 1,307 $ 7,998.84 $$1585 $ - 296 $ 4,55248 $ 9,70020 1;307 $ 7,998.84 720 $ 4,406.40 728 $ 4,455.36 SY $ - $ 9,810.84 $ S 10,128.60 720 $ 4,406.40 728 $ 4455.36 2,305 $14,706.60 2,035 812454.20 55 2502.541 8'P. PVC PI eD21n LF $14.28 450 $ 6.4%,00 442 $ fi311-76 535 $ 543 $450 76 $ 6,425.00 442 $ 6311.76 § 101 $ 1,44228 $ $ E 48 $ 108 0 $ 1 $ 1.44228 4W $6,426.0 643 $7,754.04" 0 2503.541 28"S an RC Pi loch Serer CL III LF $71.40 108 E 77 S EACH 106 E 7,568.40 106 $ 106 $ 7,5613.40 106 $ 7,568.40 S $ 1,144.0 $ S 1,144.00 4 $ - $ 5850 $ - 0 4 $ 57250 4 E 12 106 87,%8.40 106 $7,568:40 6/ 250.9.541 77 RC Pi a Sewer Das n 3006 CL V all de ins LF $3264 $ 24,389.97 $ $ 24389.97 8 $ 101 E 3,29fi.14 137 $ 4,471.68 0.33 $ 24,389.97 137 $ 4.471.68 8 $ $ - 1 $ 0.67 $ 49.519.03 E $73,909.00 0 573,909.00 79 S $7548.00 101 $3;296.64 137 $4,471.6858 2"3.54115'80 Pi: Sewer Desin 30M CLVall dethe LF $3468 0.66 $ 0.66 $ 0.34 1596 $ 55,349.28 1616 $ 56,04288 $ 9281616 0 $ 56.04288 $ 1.00 $$ 1.00 $7,548.00 80 11,13228 319 § 71,062.92 321 186.35 $ fi 177.50 9 $ 11,06292 1,917 $66481.56 1935 $67,1058059 $ 6,177.50 2503.541 18" RC Pi a Sewer Oesi n 3006 CL V all d fhs LF $34." S 0435.41 E $ - b 750$ 620 $ 21,501.60 131 $ 4,593.08 $11.172.10 1.50 131 $ 4,543.08 $ $234 $ $ 37,47276 14,888 $ - $ E $ 0 $ 37,472.76 M2414 S - 620 $21,507.60 1350 $ - $ 2503.54121"RC Pi .Sewer Desi n3006CLIII allde the LF §36.72 $ 14.437.80 8 $53,001.00 $ $49,275.72 200 $ 7,344.50 712 $ 26,744.64 6 "$3.",8239'S..5M6.64 4.00 712 $ 26,144.64 8 24 $$ 29 e-321 30 304776 79 S 29170.88 83 11 $ 1,683.00 11 $ 2,900.88 293 $10,391.76 791 529,095.52 6/ 2503.541 24"RC Pie Sewer Desi n 3006 CL III all d the LF 636.76 LF $ 488 E 1.188 312 S 7,829.52 799 $ 7,71324 $ 9.52 199 $ 7713.24 $ S 310.08 $S $ 228.48 $ - $ - 152 $ - 0 640 $1.305.60 $ - 212 $7,829.52 199 $7713.24 $ 75.00 Desi n3006 CLIII olid the LF $45.90 $ $ E S $ 75.00 77 $ 3,534.30 81 $ 3,717.90 0,33 4.30 81 $ 3,717.90 $ $ 750.00 $ E 495.0 1.0 $1 550.0 0.7 $990,W 85 2574.508 FeNll T 1 0 $0.77 5400 $ - 77 $3,534.30 81 $3.717.90 5400 esi n3006CL 111 alld the LF 55100 VW $ 3,129 $ $ S 2750 $ 3,129 $ 2,409.33 0. $ 9,150 8 86 8 ACRE S102W $ 21369.00 414 $ 21,714.00 419 $ $ 21,114.00 M. $21369.00 414 $21,114.00 Roadway S.P. 217-112-002 Storm Sewer TOTAL Roadway S.P. 08fi-637-033 Storm Sewer TOTAL Hem No. Spec. Ref Description Unit Unit Price Estimated Ouardity Cost Extension Used to Date Cost Extension Estimated Quantity Cost Extension Used to Date Cost Extension Estimated Quantity Cost Extension "Usedto Date" Extension Cost Extension Estimated Quantity Cost Extension Used tc Date Cost Extension Estimated Quantity Cost Used to Extension Date Cost Extension Estimated Q..Mfty Cost Extension "used to Date" Extension Cost Extension Total Estiamted Quant' Totted Total Estimated Extension Tota Used to Date Total "Used to Date" Extension 64 2506.501 Construct Gmi eStmdure Desi n4&4027 LF $6120 b $' 30.5 S 18,666.00 48.40 $ 29.620.80 31 $ 18,666.00 48.40 $ 29.620.80 $ $ - 8 $ 4,896.00 14.00 S 8,568.00 8 $ 4,896.00 14.00 S 8;568.00 38.50 $23,552.00 6240 $38,188.83 fi5 2506.501 C.Ztrtlel'. nage Sirudu Design LF 8.00 $ 5.5 $ 5, .00 5.50 5,049.00 ,049.00 5.50 5 5,049.00 8.1 $ 7,435.80 8.10 .W .80 8.10 13.50 $12484.80 13.50 $72,484.80 66 2506501 Cold -t Dram . Structure Design 604020 LF $714.0 $ $ 122 S 8,770.80 11.90 $ 8,496.60 12 $ 8,710.80 11.9D $ 8,496.6 S E $ $. 0 $ 0.00 $ 1220 $8,71080 11.90 $8,496.60 67 2506.501 Canetrmt Drain , Shucture Desi 664020 LF $816.00 IF $ 0 $ $ 0 $ 0.00 $ $ - $ - 4.6 $ 3,753.60 4.60 $ 3,753.60 5 $ 3,753,80 4.60 $ 3,753,50 4.60 53,753.50 4.60 $3.753,50 fib 2506.501 Construct Drainere Structure Oesi n H LF $408+0 $ $ 14.1 $ 5,75280 $ 14 $ 5,75280 0.00 § $ $ 25 $ 1,02000 $ - 3 $ 1,020.00 0.00 $ 16.60 $6,77280 0.00 $0.00 W 2506.501 Construct Drama a Structure Dain N LF $408.00 $ $ 19.4 $ 7,915.20 15.10 E 6,160.80 19 $ 7,915.20 15.10 $ 6,160.80 $ - $ 225 $ 9,180.0!1 19.80 $ 8,078.40 b $ 9,180.00 19.80 $ B 078.40 41.90 $17.095.20 34.90 $14,239.20 70 2515.503 Articulated Int,rk,,ki,g Block Open Cell. Type A SY $110.00 $ $ 247 S 27,170.00 206 $ 22660.00 247 $ 27,170.00 206 $ 22,660,00 $ - $ 72 $ 7,920.00 91.41 $ 10,055.10 72 $ 7,920.00 91 $ 10,055.10 319 $35.am.00 297 $3271510 71 2521.501 4" Concrete Walk SF $3.11 3021 $ 9,395.31 3,444 $ 10710.84 $ $ 3021 5 9,395.31 3.444 $ 10,710.84 6587 E 20,466.91 5,240 $ 16,295.16 $ $ 6581 S 20,466.91 5,240 S 16275.16 9,602 $29,86222 8,604 $27,006.00 72 2531.501 Concrete Curb &Gutter Desi n0424 LF $13.00 4175 5 54275.0 4,235 $ 55,055.00 $ $ 4175 $ 54275.00 4,235 $ 55,055+0 426 $ 5538.50 426 $ 5538.00 $ - $ - 425 $ 5538.00 426 $ 5538.00 4501 $59,813.00 4,661 $W,593.W 73 2531.501 Concrete Curb& GuBer Das'n B418 LF $11.30 1613 S 10226.90 1,613 $ 18,225.90 $ $ 1613 $ 18,226,90 1.613 E 1822690 2085 $ 23,550,50 2,085 $ 9,550.50 $ - $ 2785 $ 23,560.50 2,085 $ 23,560.50 3698 $41,787.40 3,608 $41,787.40 74 2531,501 Concrete Curb & Gutter Des" n 5518 LF $1536148 $ 2276.24 148 $ 227624 $ $ 148 $ 2,27624 148 $ 2276.24 296 $ 4,55248 296 $ 4,642.48 $ $ - 296 $ 4,55248 296 E 4,55248 444 $6,828.72 444 $6,82B.72 75 2531.507 6'Concrate Ori Pav-M SY $39.72 247 $ 9,810.84 255 S 10,128.60 $ E 247 $ 9,810.84 255 $ 10128.53 288 $ 11.439.36 288 $ 11,439.36 $ - $ - 268 $ 11.439,36 288 $ 11.439.36 535 $21250.20 543 $21567.96 76 2531.618 Trunated Domes SF $36.72 48 $ 1,76256 100 S 3,900,76 $ E 48 $ 1,76256 108 $ 3,965.76 $ $ S $ - 0 $ - 0 S - 48 $1,76256 108 $3,965.76 77 2540.602 Iatdl Mal Box Su od EACH $143.00 8 $ 1,144.50 6 $ 1,144.00 E $ 8 $ 1,144.0 8 S 1,144.00 4 $ 57200 4 $ 5850 $ $ 4 $ 57250 4 $ 57200 12 1,716.00 12 $1,716.00 78 2545.501 FJestrie Li MS tem LS $73 SW 00 0.33 $ 24,389.97 0.33 $ 24389.97 $ $ 0 $ 24,389.97 0.33 $ 24,389.97 0.67 $ 49,519.03 0.67 $ 49,519.03 $ $ - 1 $ 49,519.03 0.67 $ 49.519.03 1.00 $73,909.00 1.00 573,909.00 79 2563.601 Trff, Contrd LE $7548.00 0.65 15 4.981.00 0.66 $ 4981.88 $ $ 0.66 $ 4,981.68 0.66 $ 4,981.68 0.34 $ 2565,32 0.34 $ 2566.32 $ $ 0 $ 2566.32 0.34 $ 2566.32 1.00 $7.548.00 1.00 $7,548.00 80 2564.531 Sin Panels Type C SF $33.15 151 $ 5,005.65 186.35 $ fi 177.50 $ $ 151 $ 5,005.65 186 $ 6,177.50 183 $ 6,06645 194.13 S 0435.41 $ - $ 750$ 6066.45 194 $ 0435.41 334 $11.172.10 380 57261291 81 2573.502 Silt Fence,Type MS LF $234 15014 $ 37,47276 14,888 S 34,837.92 $ $ 16014 $ 37,472.76 14,888 S 34,837.92 6636 $ 15,528.24 6,170 $ 14,437.80 $ - $ 6636 $ 15,528.24 6,170 $ 14.437.80 22650 $53,001.00 21,058 $49,275.72 82 2513.530 Storm Drain inlet Prolsou- EACH $153,00 6 $ 918.00 6 $ 918,00 23 $ 3.519.001 24 $ 3,6800 29 $ 4,437+0 30 $ 4,590,00 13 $ 1,989,50 13 $ 1,W9.00 11 $ 1,683.00 11 $ 1,683.00. 24 S 3.67200 24 $ 3,672+0 W $8,109.0 54 $8,26200 83 2573.533 Sediment Contrd T .Straw LF $204 488 $ 995.52 1.188 S 2423.52 $ $ 488 $ 995.52 1.188 $ 2.423.52 152 S 310.08 112 $ 228.48 $ - $ - 152 $ 310.06 112 $ 228.48 640 $1.305.60 1,300 $265250 84 2573.535 Stablmed Construction Fait LS $1,500.00 0.5 $ 75.00 0.33 $ 495.0 $ E 1 $ 75.00 0 $ 495.00 0.5 E 750,00 0,33 $ 495.00 $ - $ - 1 $ 750.00 0 E 495.0 1.0 $1 550.0 0.7 $990,W 85 2574.508 FeNll T 1 LBS $0.77 5400 $ 4,15650 6,021 $ 4,636.17 $ $ 5400 $ 4,158.00 6,021 $ 4,636.17 VW E 2117.50 3,129 $ 2,409.33 $ $ - 2750 S 2117.50 3,129 $ 2,409.33 8,150 $6,275.50 9,150 $7,045." 86 2575.501 Seedin ACRE S102W 10.8 S 1,101.60 125 $ 1275.00 $ $ 10.8 E 1,101,60 125 S 1.275.00 5.5 $ 561.00 6.5 $ 663.00 E - $ - 5.5 $ 561.00 6.5 E 663.00 16.3 $1,66260 19.0 $1,938.00 a7 2575.502 Seedln M�we-25-147 LBS $4.08 550 $ 2244.00 1,150 $ 4,6]2.0 $ $ 5" $ 2244.00 1,150 $ 4,602,00 736 S 96288 515 $ 2101.20 $ $ - 236 S 96288 515 $ 101.20 786 5320686 1,665 $6,793,20 86 2575.502 Seedin Modure-26151 LBS $3.26 180 $ 58650 676 $ 2203.76 $ $ 1W $ 586.80 676 $ 2,2)3.76 150 $ 489.50 399 $ 1,300.74 $ $ - 150 $ 469W 399 $ 1,3".74 330 $7,075.80 1,505 $3,504." 89 2575.511 Mulch Materm!Type 1 TON $153.00 22 $ 3,366.0 2716 $ 4,155.46 $ $ 22 5 3,366.00 272 $ 4,155.48 11 S 1.683.110 11 $ 1683." $ - $ - 11 $ 1.683.00 11 $ 7,683.0 33 $5,1749.00 38 $51338.48 90 2575.523 Ermbn Control Blanket - Cat 2 BY $1.22 8057 $ 9.82954 18.534 $ 22611.48 $ $ W57 $ 9,829.54 18,534 $ 22,611.48 2192 $ 2674:24 7,438 $ 9,074.36 $ $ - 2192 $ 267424 7438 $ 9074.36 10,249 $1255078 25,972 $31,"5.84 91 2550.607 Interim PavementMarkt -Paint LS $8.740.0 0.66 $ 5,768.40 0.60 $ 576840 $ $ O.65 $ 5.768.40 0.66 $ 5,768.40 0.34 $ 2971.50 0.34 $ 4/7.50 $ $ 0.34 $ 2971.6 0.34 S 2971.50 1.00 $8,740.00 1.00 88,740.00 92 2582.501 Pavement MessageLeft Pnow -Paint 501 Mess -__re:_,.. "__.., n_u EACH menu $71.40 rr, �n 5 n $ 357.00 e xcs 5 n $ 357+0 < �u en $ e $ ¢ 5 a $ 357.00 < JaSRn 5 a $ 357.00 C JR56n 5 J $ 357.50 < ,dJM 5 > E 357.00 S 1d>Rn S S _ § i _ 5 7 $ 357.00 S 16>M 5 2 $ 357.00 S 1d>fln 70 R 8774.00 SdJA NI 70 F $774.50 SdJil dit ,ora, mange Amer plemental All reement No. t S.P. 217.112-002 1 S.P. 086-037-033 S.P. 217-112402 S.P. 217-112402 S.P. 217-712-002 1S.P. Roadway Storm Sewer TOTAL Roadway Storm Sewer TOTAL 086337-033 Item No, sec. Ref S.P. 086-637-033 S.P. 086-637-033 "Used to Estimated Cost Used to Cod Estimated .1 Estimatetl Used to Cost Estimated Cost Usetl to Cost Estimated Cost Extension Quantity Extension Date Extension Quantity Cost Extension Extension Cost Extension Quafdtty, Cost F�Qenslon Oate Extension Quantity E#erelon Date Extension Quantity "Used to Date" Cost Extension E#erasion Total Estiamtetl Cast Extension Quantity Total Estimated Extension Total Usetl to Data Total "Used to Date" Extension 1 2545.501 Electric li MS stem LS $73,909.00 -0.33 $ 24,66.09 -0.6 $ 24,fi36.09 $ - $ - -0.33 $ 24,fi36.09 0.33 $ 24,fi36.09 -O.fi7 E 49,27291. $ 49,27291 $ - 8 - -0.67 $ 49,27291 0. S 49,27291 -1.00 Roadway Roadway Stone Sewer Storm Sewer 2545.501 Electric Light TOTAL TOTAL TOTAL Roadway Roadway 1 Storm Sewer Storm Sewer Unit Unit Pdce TOTAL TOTAL Used to Dete Cost Extension Estimated Quantity Cost Used to Cost Extension Date Extenskn Iters No, $ . Re( Descd ion Unit Unit Price Estimated Used to quantity Cos[ Extension Date Estimated Cost Extension Quantity Cost Used to Extension Date Cas[ Extension Estimated Quantity Cost Extension "Usetl to Data Extension Cost Extension Estimated Quantity Cost Extension Used to Date Cost Estimated Extension OuantRy, Cost Used to Extension Date Cost Extension Estimated Quantity Cost Extension "Used [o Date" Extension Cost Extension Total Estiamted puantl Total Estimated Extension Total Used to Date Total "Used to Date" Extenslon 1 2104.505 Additional Bituminous Pavement Removed CY §10.08 $ $ $ $ 0 $ - 0 S - 791 $ 7973.28. 791 $ 7,973.28 $ - $ - 791 5 7,973.25 791 $ 7,973.28 791 $7,973.26 791 $7,973.28 2 2021.501 MobT align EACH -641250 $ $ $ $ 0 $ - 0 $ 3.50 $ 1,237.50 3.00 $ 1,237.50 $ - $ - 3 5 1,237.50 3.00 $ 1,237.50 3.00 $1,237.50 3.00 $1,237.50 3 -61.475.76 Rebcate S id Sin EACH 5605.00 $ - $ $ $ - 0 $ - 0 $ 2 $ 1.210.0 11270.00 $ 70,550.39 22547 E 97,177.57 10267 $ 44,250.77 1 $ 60.00 2 $1 210.0 1 $605.00 Signs lnstAled an 6123115 $ 6095202 12 2563.601 248" Road Closed S' n $0.75 arsi Nde PER DAY $1.50 $ $ - $ - $ 0 $ - 0 § - 75 $ 17250 113 $ 169.50 S - $ - 75 $ 77260 113.50 $ 19.,0 75.00 -611250 4 2563.601 48" Rand Cbsetl Ahead PER DAY $0.75 $ $ S $ - 0 $ - 0 $ 6 $ 63.75 122 $ 91.50 $ E 85 S 63,75 12200 $ 91.50 85:00 563.75 12200 $91.50 5 2563.601 48"DO- Mead PER DAY $0.75 $ $' - S - $ 0 S 0 $ - 85 $ 63.75 122 $ 91.50 $ - $ - 85 $ 63.75 12200 $ 91.50 65.00 $63.75 122.00 $91 SO 6 2563601 18) Detour GtiMarm Ascemblies+portable Supports 10.25F/Each 60.165E/0e+$0.47su wVda) PER DAY $1582 $ $ - S - $ 0 $ 0 S 85 $ 7429.70 122 $ 2.05204 $ $ 85 $ 1,429.70 122.00 $ 2,05204 85 OD $1429.70 12250 $2.057-N 7 2563.601 3 T e III Barricades $1.53//F-IVDa PER DAY $4.59 S $ S - $ - 0 E - 0 $ - 85 $ 390.15 122 $ 559.98 $ $ 85 $ 39015 12200 $ 559.98 85.00 $390.15 12200 5559.98 8 2563.601 6T eAFlashar $0...,h1Da PER DAY $1.50 $ $ $ - $ - 0 $ - 0 E - 85 $ 127.50 122 $ 183.00 $ - $ 85 $ 127.50 12200 S 163.00 85.00 $127.`. 12200 -6163.00 9 2563601 (4) 80"X30" Road Cbsed Miles Ah.d Sign (125 SF/Eech $0.16SF/Da PER DAY $6.00S $ S S - 0 $ - 0 $ - 85 $ 650.00 121 $ 976.00 $ - $ - 85 $ 6SQ00 122.00 $ 976.00 WOO E6W 00 12200 $976.00 10 2563.601 (2) 48' x 18" DO- Sign (6 SF/Each @ $0.16 SF/Day) PER DAY $1.92 S - $ - $ $ - 0 $ - D 1 $ - 85 $ 163.20 122 $ 234.24 $ $ - as $ 163.20 122.00 $ 234.24 85.00 $163 m 12200 $234.24 ,ora, mange Amer plemental All reement No. t S.P. 217.112-002 1 S.P. 086-037-033 S.P. 217-112402 S.P. 217-112-002 S.P. 217-712-002 1S.P. Roadway Storm Sewer TOTAL Roadway Storm Sewer TOTAL 086337-033 Item No, sec. Ref S.P. 086-637-033 Estimated Used to Unk Unk Priee Quantity Cost Extension Date "Used to Estimated Cost Used to Cod Estimated .1 Estimatetl Used to Cost Estimated Cost Usetl to Cost Estimated Cost Extension Quantity Extension Date Extension Quantity Cost Extension Extension Cost Extension Quafdtty, Cost F�Qenslon Oate Extension Quantity E#erelon Date Extension Quantity "Used to Date" Cost Extension E#erasion Total Estiamtetl Cast Extension Quantity Total Estimated Extension Total Usetl to Data Total "Used to Date" Extension 1 2545.501 Electric li MS stem LS $73,909.00 -0.33 $ 24,66.09 -0.6 $ 24,fi36.09 $ - $ - -0.33 $ 24,fi36.09 0.33 $ 24,fi36.09 -O.fi7 E 49,27291. $ 49,27291 $ - 8 - -0.67 $ 49,27291 0. S 49,27291 -1.00 Roadway -i Stone Sewer 2 2545.501 Electric Light TOTAL - - 067 - TOTAL Roadway 675,830.38 1 Stone Sewer Storm Sewer Unit Unit Pdce TOTAL TOTAL Used to Dete Cost Extension Estimated Quantity Cost Used to Cost Extension Date Extenskn Item No. Sec, Ref Descri ion Unk Unk Pdce Estimated Quantity Cost Extension Usetl t0 Gate Cost E#erasion Estimated Quantity Cost Fxtemdon Used to [We Cost Extension Estlmated Quantity Cost Extension "Used to Dale" E#ensign Cost Extension EsUmatetl Ouafnity Cost Extension Used to Date Cost Extension Estimated Quantity Cost Extensbn Used to Date Cost Extension Estimated Quantity Cos[ Extension "Used to Date" Extension Cost E#erasion Total EslWmted Ouafrt- Total Estimated Extensbn Total Used to Data Total "Used to Date" Extension Signs Installed on 6130M5 1,505 Used to Estimated Cost Used to Cos[ Estimated 211 Date" 234 Estimated Date Usetl to Cost Estimated Cost Used to Cost Estimated $ 3;464.77 89 Date" $ - $ Total Estlamted Total Estimated Total Used to Total "Used to No. S Re( Description 17 256601 (9)Detduf Guidance Assemblies+artabb Supports 10.28E/Each 50.1fi SF/Da +$0P,47 su arUda PER DAY $18.92 $ E E $ - 0 § 0 § 78 1 $ 1.475.76 115 $ 2175.80 I $ Quantity Extension Date 1 78 1 $ 1.475.78 175 IS 2,175.80 78 -61.475.76 715 $2,175.80 Signs Installed on 77N75 1 2105.505 Muck Excevafibn E CY $4.31 1639 $ 70,550.39. 22,547 $ 97.17757 S $ - 1669 $ 70,550.39 22547 E 97,177.57 10267 $ 44,250.77 14,142 60,95202 $ $ - 10267 $ 442"10.77 14,14200 $ 6095202 12 2563.601 248" Road Closed S' n $0.75 arsi Nde PER DAY $1.50 $ $ - $ - $ 0 $ - 0 § - 75 $ 17250 113 $ 169.50 S - $ - 75 $ 77260 113.50 $ 19.,0 75.00 -611250 113.00Lea13 7500 2561.601 3 48' Detour Ahead Sin 50.75 r si Nda PER DAY $225 $ § S S 0 S - 0 $ - 75 $ 168.75 113 $ 254.25 $ - 8 - 75 S 168.75 113.00 5 254.25 75.0 $168.751130014 9,fi54 �$136 34,754.40 2563.601 (19)[30-GuidanceAssemblies+Pbrtable Supports0.25E/Each $0.1E0.47w aNtla PER DAV -639.94 S § - 8 - $ - 0 $ - 0 E - 75 § 2995.50 173 $ 4,513.22 $ - S - 75 § 2995.50 113.00 $ 4513.22 75.00 52995.5015256601(2)Special $ 84"x46'Sigre (28 SF/Each $38.59 SF) SF $38.59 $ - E - § - $ - 0 $ - 0 E - 6 8 2,167.04 56 $ 21fi1.04 8 - $ - 9 $ 2161.04 56.00 $ 2,161.04 5fi.00 -62161.04 56.00 ,ora, mange Amer Total- Minor Work Order No. 1 $ 640.45 $ 640A5 $ - $ $ 640.45 $ 640.45 $ 1,280.93 S 1,280.93 $ - $ $ 1,290.93 $ 1,280.93 $ 7.921,38 $ 1,921.38 Su p plemental All reement No. t S.P. 217.112-002 1 S.P. 086-037-033 S.P. 217-112402 S.P. 217-12402S.P. S.P. 217-712-002 1S.P. Roadway Storm Sewer TOTAL Roadway Storm Sewer TOTAL 086337-033 Item No, sec. Ref Oesc bra Estimated Used to Unk Unk Priee Quantity Cost Extension Date "Used to Estimated Cost Used to Cod Estimated .1 Estimatetl Used to Cost Estimated Cost Usetl to Cost Estimated Cost Extension Quantity Extension Date Extension Quantity Cost Extension Extension Cost Extension Quafdtty, Cost F�Qenslon Oate Extension Quantity E#erelon Date Extension Quantity "Used to Date" Cost Extension E#erasion Total Estiamtetl Cast Extension Quantity Total Estimated Extension Total Usetl to Data Total "Used to Date" Extension 1 2545.501 Electric li MS stem LS $73,909.00 -0.33 $ 24,66.09 -0.6 $ 24,fi36.09 $ - $ - -0.33 $ 24,fi36.09 0.33 $ 24,fi36.09 -O.fi7 E 49,27291. $ 49,27291 $ - 8 - -0.67 $ 49,27291 0. S 49,27291 -1.00 573,909.50 -i $73,900.00 2 2545.501 Electric Light $ 0.33 - - 067 - TOTAL 1.00 675,830.38 1 $75,830.38 Total- Minor Work Order No. 1 $ 640.45 $ 640A5 $ - $ $ 640.45 $ 640.45 $ 1,280.93 S 1,280.93 $ - $ $ 1,290.93 $ 1,280.93 $ 7.921,38 $ 1,921.38 Su p plemental All reement No. t S.P. 277-112402 S.P. 086337-073 S.P. 217-112402 S.P. 217-12402S.P. S.P. 217-712-002 1S.P. 086337-033 086637-033 S.P. 086-037-053 "Used tc "Used to Roadway Storm Sewer Roadway TOTAL Storm Sewer Roadway TOTAL Storm Sewer Roadway Roadway Storm Sewer Storm Sewer Descdption TOTAL TOTAL Cost Extension Date Roadway Item No. Storm Sewer Unit Unit Pdce Es lidded Quantity TOTAL Used to Dete Cost Extension Estimated Quantity Cost Used to Cost Extension Date Extenskn Estimated Quantity Cost Extension "Used to Date" Extension Cost Extension Estimated puantky Usetl to Cost Extension Date Cast Estimated E#ensfon Quantity Cost Usetl to Cost Extension Date Extension Estlmmted Quantity Cost E#ensfon "Used to Date" Extension Cosl E#erasion ToW Edd rated Total Estimated Ouantl Extension Total sed to Date Total'vse i to Dale" E#ensian •vaea to . 2211.501 r ale Base Class S Mod TON $11.34 1053 $ 11,941.02 1,059 § 1 009.Ofi Date" $ $ - "uaea to 1059 $ 12,009.06 447 $ 5,(188.96 449 $ 5097.6 Item 447 8 5.1168.96 449 $ 5,091.6 Estimated 1,505 Used to Estimated Cost Used to Cos[ Estimated 211 Date" 234 Estimated Date Usetl to Cost Estimated Cost Used to Cost Estimated $ 3;464.77 89 Date" $ - $ Total Estlamted Total Estimated Total Used to Total "Used to No. S Re( Description Unit UnitPdce Quantity Cost Extension Date Cost Extension Quantity Extension Date Extension Quantity Cost Extension Extension Cost Extension Quantity Cost Extenslon Date Extension Quantity Extension Date Extension Quantity Cost Extension Extension Cost Extension Quant' Extension Date Gate" Extension 1 2105.505 Muck Excevafibn E CY $4.31 1639 $ 70,550.39. 22,547 $ 97.17757 S $ - 1669 $ 70,550.39 22547 E 97,177.57 10267 $ 44,250.77 14,142 60,95202 $ $ - 10267 $ 442"10.77 14,14200 $ 6095202 26636.00 $114,801.16 36,669.00 $158,129,59 2 2105.522 Select Granular Borrow L CY $10.44 21100 $ 20,880.00 $ - $ $ - moo $ 20,880.00 0 $ - 7500 $ 78,300.00 8,329 ,954.76 $ $ - 7500 $ 78,300.00 8,329.00 $69,,0000 599,180.00 8,329.00 $86,954.76 3 2105.523 Commas BurowCY $3.60 6863 5 37.906.60 14,674 $ 52826.40 $ $ 686 $ 31,906.80 14,674 $ 52826.40 fiIX11 $ 21,711.60 9,fi54 �$136 34,754.40 SW31 $ 21,711.60 9,64.00 34,754.4 144 2106fiO4 GeIXe#Oe FabrIS TYPe5 SY64.50 1fi00 $ 7970.00 E - 8 $ - 1600 $ 7;270.00 0 $ o� Total- Supplemental Agreement No. 1 �:e•:�toE�:etr.�E��E�i�4::6�:�:..i�E�..:a�t.�E��E��E��E��E��o�o $ 130,537.19 $ 150003.97 $ - $ $ 130,537.19 $ 150,003.97 $ 144262.37 $ 182,661.18 $ $ $ 144,262.37 E 182,661.18 S 274,799.56 $ 332,665.15 Total- Minor Work Order No. 3 a sat a - ----- aupp,emema, n9rce,ner„,ro. Y S.P. 277-112402 S.P. 086337-073 S.P. 217-112402 S.P. 217-12402S.P. 1S.P. 086337-033 086637-033 "Used tc "Used to Roadway Storm Sewer Roadway TOTAL Storm Sewer Roadway TOTAL Storm Sewer Dale" Total Estianded Total Estimated Roadway Total "Used to Storm Sewer Descdption TOTAL puantity Cost Extension Date Cost Extension Quantity Extens(an Dale Item No. S Re( Descri tion Unit Unit Pdce Es lidded Quantity Cost Extension Used to Dete Cost Extension Estimated Quantity Cost Used to Cost Extension Date Extenskn Estimated Quantity Cost Extension "Used to Date" Extension Cost Extension Estimated puantky Usetl to Cost Extension Date Cast Estimated E#ensfon Quantity Cost Usetl to Cost Extension Date Extension Estlmmted Quantity Cost E#ensfon "Used to Date" Extension Cosl E#erasion ToW Edd rated Total Estimated Ouantl Extension Total sed to Date Total'vse i to Dale" E#ensian 1 . 2211.501 r ale Base Class S Mod TON $11.34 1053 $ 11,941.02 1,059 § 1 009.Ofi Date" $ $ - 106 E tt,941.02 1059 $ 12,009.06 447 $ 5,(188.96 449 $ 5097.6 $ - $ 447 8 5.1168.96 449 $ 5,091.6 1,500 $17.010.00 1,505 $17,100.72 2 2451.609 Crushed Rack (3" Recycle) TON $98.93 211 $ 8,214.23 234 $ 9,104.56 Date $ $ - 211 $ 8,21423 234 $ 9,104.56 89 $ 3;464.77 89 $ 3,464.77 $ - $ $ 3;464.77 89 $ 3-4fi4.77 300 $11,679.00 323 $1256933 "' Total- Minor Work Order No. 3 a sat a - ----- aupp,emema, n9rce,ner„,ro. Y S.P. 277-112402 S.P. 086337-073 S.P. 217-112402 1S.P. 086337-033 "Used tc "Used to Roadway Storm Sewer TOTAL Used to Roadway Cosl FSElmatetl Date" Estimated Used to Cosl Estimated Cost Storm Sewer Dale" Total Estianded Total Estimated TOTAL Total "Used to Item No. Spec. Re( Descdption Unit Unk Pdce puantity Cost Extension Date Cost Extension Quantity Extens(an Dale Extension Quantity Cost E#erasion Extension Cast ExtensionQuantity Cost Extension Date Extension Ouamlly Extension Date E#erasion Quantity Cost Extension Extension Cost Extension Quamky E#¢nslon Date "Used to 1 2502502 Drain eS tem LS $79,464.00 $ - •used to $ 84653.00 100 S 79,464.00 1 S 84fi6.00 $ S Item 2 2502502 Connect to 6astin Pi Drain EA 826250 Estimated Used to EMI Estimated Cast Usetl to Cost Estimated Date" E - 0.0 $ - Est(mated Usetl to Cost Estimated Cost Usetl to Cost Estimated Date" Total Estlamted Total Estimatetl Total Usetl to Total "Used to No. S Ret Descd ion Unit Unit Pdce Quantity Cost Extension Date Cost E#erasion Quantity Extension Oate Extehslon Quantity Cost Extension E#erasion Cost Extension quantity Cost E#erasion Oate Extension quantity Extension Date Extension quantity Cost Extension Extension Cosl Extension quant) Extension Date Date" Extension 1 . 2360.501 T eSP 9S Weans Me Mbdure 3,C LB -$4,376.56 0.90 S 3,938.90 0.90 $ 3,938.90 $ - $ 0.90 $ 3,938.90 0:90 $ 938.90 0.70 $ 437. 0 $ 437.6 S - $ - 0.10 $ 437. 0.10 $ 437.65 1 -$4,376.56 1 -$4,376.56 2 2360.502 TypeSP 12 an ear Course i#ure 3,C S -$765.34 am ( 0.33 . 6) - - 0.33 (3 2.56) 0.33 ( 2 ) 0. $ ( 8) 0.67 $ (72 8) - 1 1 1 -$765.34 1 $76.34 Total- Minor Work Order No. 3 a sat a - ----- aupp,emema, n9rce,ner„,ro. Y S.P. 277-112402 S.P. 086337-073 Roadway Storm Sewer TOTAL Roadway Storm Sewer TOTAL "Used tc "Used to Estimated Used to Estimated Cos[ Usetl tc Cosl FSElmatetl Date" Estimated Used to Cosl Estimated Cost Used to cost Estimated Dale" Total Estianded Total Estimated Total Used to Total "Used to Item No. Spec. Re( Descdption Unit Unk Pdce puantity Cost Extension Date Cost Extension Quantity Extens(an Dale Extension Quantity Cost E#erasion Extension Cast ExtensionQuantity Cost Extension Date Extension Ouamlly Extension Date E#erasion Quantity Cost Extension Extension Cost Extension Quamky E#¢nslon Date Date" Extension 1 2502502 Drain eS tem LS $79,464.00 $ - $ - 1 E 79.464.00 1.069 $ 84653.00 100 S 79,464.00 1 S 84fi6.00 $ S 2 2502502 Connect to 6astin Pi Drain EA 826250 E S - 4 $ 7 050.00 8 $ 100.50 4.00 $ 1,050.0 8 $ 2100.00 S - $ E - E - 0.0 $ - 0 E - 4 -61,050.00 MMMMM 52100.00 p� •• - ®E�'.g:7��®�E�oE�OE�va�..+suaOE�"£7�E��oE�E70E�,.'�£70�0 o� -- ®E�o• �:e•:�toE�:etr.�E��E�i�4::6�:�:..i�E�..:a�t.�E��E��E��E��E��o�o 0-• ..- _ ®Eili�-E�-E�-��-E'`i'E�`i'�OEJl:,SR"104'l�%2L•Yl-E'er-��ti.Tor.L•bl��00�1 �.�(E;1.t{.:1-E�-��-E�-�`_��'�01i6tF1,101i!•SY.'..-��-��_F'iF'_Yloli_F:iFVi1,10®i 0®i mom• . .. . , .. ®E�a��E�oE�o�oE�,,,,o��E��E�i��o�o�o Total- Minor Work Order No. 3 a sat a - ----- aupp,emema, n9rce,ner„,ro. Y S.P. 277-112402 S.P. 086337-073 Roadway Storm Sewer TOTAL Roadway Storm Sewer TOTAL "Used tc "Used to Estimated Used to Estimated Cos[ Usetl tc Cosl FSElmatetl Date" Estimated Used to Cosl Estimated Cost Used to cost Estimated Dale" Total Estianded Total Estimated Total Used to Total "Used to Item No. Spec. Re( Descdption Unit Unk Pdce puantity Cost Extension Date Cost Extension Quantity Extens(an Dale Extension Quantity Cost E#erasion Extension Cast ExtensionQuantity Cost Extension Date Extension Ouamlly Extension Date E#erasion Quantity Cost Extension Extension Cost Extension Quamky E#¢nslon Date Date" Extension 1 2502502 Drain eS tem LS $79,464.00 $ - $ - 1 E 79.464.00 1.069 $ 84653.00 100 S 79,464.00 1 S 84fi6.00 $ S 2 2502502 Connect to 6astin Pi Drain EA 826250 E S - 4 $ 7 050.00 8 $ 100.50 4.00 $ 1,050.0 8 $ 2100.00 S - $ E - E - 0.0 $ - 0 E - 4 -61,050.00 8 52100.00 Total -Supplemental Agreement No. 4 $ 6 a n a e - - - - - -- - -- -- -- -- TOWI- Supplemental Agreement No. 4 5 S s - 5 ibouguv 4 9 SAsa-aa a,as PAY ESTIMATE#9- COST BREAKDOWN S.P. 217-112-002 E S.P. 086-037-033 70TH STREET NEICSAH 37 IMPROVEMENT PROJECT CRY OF OTSEGO ANO WRIGHT COUNTY 1,173,065.34 S 2,079,421.79 $ 2095,149.18 $ 333,759.24 S 340,327.72 $ 2413,181.03 TO DATE= $ 2,425,476.89 $ 1,036,432.07 >YWdpkifNd#K#3 LESS 5% RETAINAGE= S.P. 217-112402 S.P. 086-637-033 S.P. 217-112-002 - LESS PAY ESTIMATE #1 = $ 271,845.90 LESS PAY ESTIMATE #2 $ 189,869.05 LESS PAY ESTIMATE #3 $ 694,706.02 LESS PAY ESTIMATE#4= $ S.P. 086437-033 Storm Sewer TOTAL Roadway Storm Sewer TOTAL LESS PAY ESTIMATE #7 $ 125,505.80 LESS PAY ESTIMATE #8 $ 61,155.42 LESS PAY ESTIMATE #9 $ 100,205.96 CURRENTPAYMENT= $ 130,939.80 Roadway 2,425,476.89 Storm Sewer TOTAL Roadway Storm Sewer TOTAL item No. Spec. Ref Oeserl ion Unit Unit Pdce Estimated Quantity Used to Cast Extension Data Estimated Cast EAension Quantity Cost Used to EAension Date Cast Extension Estimated Quantity Cost EAensbn "Used to Date" Exlenslon Lost Extension Estlmazed QuarlUly Used to Cost Entenat- Pate Cost ES traded Entension Quamily Cast Used to FJrtensbn Gate Cast Fsitmated F�ttenslon Quantity Cost F�etenslon "Usedto Gate" Fxtensb0 Cost F�denslon Total Estiamted Quantity Total Estimated Extension Total Used to Data Total "Used to Date" Extension 1 2104.501 Storm sewer Work az Station 150 50 LS $550.00 Cast $ $ 1 $ 550.00 1.0000 $ 650.00 1 $ 550.00 1 $ 650.00 Total Estumted $ $ $ $ 0.00 $ - 0 $ - 1 $650.00 1 $650+G 2 2506.501 Stam Sewer Work at Station 211+75 L$ $200.00 EAensi0n $ S S E 0 $ 0 E EAension E $ 1 $ 200+0 1 $ 200m 1.00 $ 200.00 1 $ 200.00 1 $200.00 1 SMD W 3 2104.501 Stam Sewer Work at Station 218+50 LS $835.00 $ S E $ O $ 0 $ 1 S 835.00 1 $ 636.00 $ $ 1.00 $ 835.00 1 $ 835:00 1 5835.00 1 $8.3`5.00 4 2014.501 Stam Sewe- Work at Station 222+75 LS $1,095.M $ E $ $ 0 $ 0 5 t $ 7095.00 1 $ 1005.00 $ $ 1.00 $ 1 095.00 1 $ 1095.00 1 $1.095:00 1 $1.095+0 5 2104.501 Stam Sewer Work at Station 225+00 LS $1565,00 $ i S E 0 $ 0 S 1 $ 1..o 1 $ 1555.00 S $ 1.00 S 1,595.00 1 S 15&5. 1 51,565.00 1 $1565+0 TOWI- Supplemental Agreement No. 4 5 S s - 5 ibouguv 4 9 SAsa-aa a,as PAY ESTIMATE#9- COST BREAKDOWN S.P. 217-112-002 E S.P. 086-037-033 70TH STREET NEICSAH 37 IMPROVEMENT PROJECT CRY OF OTSEGO ANO WRIGHT COUNTY COMPLETED 1,173,065.34 S 2,079,421.79 $ 2095,149.18 $ 333,759.24 S 340,327.72 $ 2413,181.03 TO DATE= $ 2,425,476.89 $ 1,036,432.07 >YWdpkifNd#K#3 LESS 5% RETAINAGE= S.P. 217-112402 S.P. 086-637-033 ERODIBLE ACREAGE WRHHOLOING($3,000/ OISTRUBEDACRE) $ - LESS PAY ESTIMATE #1 = $ 271,845.90 LESS PAY ESTIMATE #2 $ 189,869.05 LESS PAY ESTIMATE #3 $ 694,706.02 LESS PAY ESTIMATE#4= $ Roadway Storm Sewer TOTAL Roadway Storm Sewer TOTAL LESS PAY ESTIMATE #7 $ 125,505.80 LESS PAY ESTIMATE #8 $ 61,155.42 LESS PAY ESTIMATE #9 $ 100,205.96 CURRENTPAYMENT= $ 130,939.80 CURRENT TOTAL PAYMENTS TO DATE= $ 2,425,476.89 ^uaed m ••uaea ea Item Estimated Used to Es Irrtdetl cost Used to cost Estimated Date" Estimazed Used to Cast Estimated Cost Used to Cost Eslimazed Date" Total Estumted Total Estimated Total Used to Total "Used to No. sec. Ret Oestri bn Unk Un8 Pflce Ouamity Cost Extension Date Cost Extension Otuadity EAenslon Date EAensi0n Quantity Cost Etdenslon Extension Cost Extension quantity Cost Extension Date E#ension Quantity EAension Date Extension Quantity Cost Extension Extension Cost Extension quanti EAmslon Date Gate" Extension COMPLETED 1,173,065.34 S 2,079,421.79 $ 2095,149.18 $ 333,759.24 S 340,327.72 $ 2413,181.03 TO DATE= $ 2,425,476.89 $ 1,036,432.07 >YWdpkifNd#K#3 LESS 5% RETAINAGE= 165,836.03 ERODIBLE ACREAGE WRHHOLOING($3,000/ OISTRUBEDACRE) $ - LESS PAY ESTIMATE #1 = $ 271,845.90 LESS PAY ESTIMATE #2 $ 189,869.05 LESS PAY ESTIMATE #3 $ 694,706.02 LESS PAY ESTIMATE#4= $ 460,935.84 LESS PAY ES nMATE#5= $ 175,085.08 LESS PAY ESTIMATE #6 $ 215,248.02 LESS PAY ESTIMATE #7 $ 125,505.80 LESS PAY ESTIMATE #8 $ 61,155.42 LESS PAY ESTIMATE #9 $ 100,205.96 CURRENTPAYMENT= $ 130,939.80 CURRENT TOTAL PAYMENTS TO DATE= $ 2,425,476.89 $ 88,783.32 S 96,499.58 $ 1,125,215.39 S 1,173,065.34 S S 165,836.03 S 255936.88 $ 183,598.54 $ 257,145.31 $ 97,911.17 S 91,T70 -Z7 S 307,018.29 S 24,64.5.22 f 14,058.41 $ 62,163.51 CURRENT TOTAL PAYMENTS TO DATE= $ 1,173,065.34 S 3,538,396.42 $3,598,542.23 S S S457,681.93 $ 445,805.94 $ 878,30d.56 $ 718,081.15 S 272,976.2+ $ 307,018.29 $ 125,505.79 $ 85,800.64 S 114,264.37 $193,103.32 $ 3,598,542.23 STATE AID FOR LOCAL TRANSPORTATION CHANGE ORDER Rev.July 2010 Page 1 of 2 In accordance with the terms of this Contract, you are hereby authorized and instructed to perform the work as altered by the following provisions: During construction a number of storm sewer structures, pipes and culverts required field adjustments. The subcontractor, Burschville Construction, completed the following work as directed by the Engineer. • Station 150+50 - Remove FES #43 & 16' of 15" RCP pipe. Reinstall 15" apron • Station 211+75 - Upcharge for changing casting for CB#124 to a R3501-22 casting • Station 218+50 - Remove FES 3011, add 1 salvaged pipe, reinstall FES 3011 • Station 222+75 - Remove aprons on both sides of driveway (FES 3014 to 3013), added 1 pipe to both sides and reinstall aprons • Station 225+00 - Remove culvert and field entrance (FES 3016 to FES 3015) Change Order Schedule A - Additional Storm Sewer Work Estimate, Of Cost: (include any increases or decreases in contract items, any negotiated or three account items.) —Group/Funding I I T-. 1 Category �- Item No 1 Description— Unit i Unit Price Quantity _Amount $ � I j Storm sewer work at I 2 2104.501 i i Station 150+50 I LS $650.00 i 1 j $650.00 I Storm sewer work at + i 4 t 2506.501 j Station 211+75 LS i $200.00 i 1 $200.00 Storm sewer work at 3 1 2104.501 i Station 218+50__ LS $835.00 I 1 $835.00 ~-3 i ----� Storm sewer work at 1 2104.501 I I Station 222+75 LS I $1,095.00 ; 1 $1,095.00 i Storm sewer work at -'- j 3 2104.501 1 ' Station 225+00 LS $1,565.00 1 $1,565.00 I l._..--.-----.--.-1[--- Net Change for Change Order Schedule A 1 $4,345.00 j STATE AID FOR LOCAL TRANSPORTATION Rev.July 2010 CHANGE ORDER Page 2 of 2 [*--,--,-* * —", --- — - -- -- — -------- -- - L Net Change this Change Order $4,345.00 Approved by Projec!ngineer: Date: 02 Print Name: ✓ Phone: Approved by Contrad Date: Print Name: Phone: 7�3 Z -4V, Distribution: Project Engineer (Original),\-fdntractor (copy), DSAE (copy for 'undinri rev; - The State of Minnesota is not a participant in this contract. Signature by the District State Aid Engineer is for FUNDING PURPOSES ONLY and for compliance with State and Federal Aid Rules/Policy. Eligibility does not guarantee funds will be available. This work is eligible for. _ Federal Funding _ State Aid Funding _ Local funds District State Aid Engineer: Date: